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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-7-16 C-DYY\~K- O\O~ I(t Compressive Strength of Concrete I c:-39 Project Management * Consulting Engineers * Certified Plan Review and Inspection Services * Code Consulting Project Name -.!:illtoa...G.aLden Inn Client Hilton C:;~rrlpn Tnn Batch Time 17:14 PM " Truck # --.. . 8j3~) \ Neoprene Pads ASSHTO T -22.1YA Load Number 1 Spec Slump 4 +1-1 Slump 3.5 in, ASTM C143 Concrete Temp. 77 of A5TM C1064 Initial Cure Min,Max Temp. Structure Placec! Footings N'17 Project # It_6_6.:0JU Building Hotel Contractor A&A Concrete Supplier E.5.G, Sample Time ASTM CI72 12.55 PM 'Ticke~!_~ _ 58016199-J \ ca~t~;'=- ~-~,jiI]L~aW J A5TM C31 ~ Pickup Date 7/1712009 Water Added \' Admixtures NfA r:.0~3 -80 } N/A Mix Design.. _ 313068 I .--:;::::'C-::::;::'-:~ Entrained Air A5TM C231 (Specified Strength 3000 p~ C!?ate Cast 7/16/2009 J \..Load.Size,~to,22_\'c:j.S_ J Spec Air 2 +{- L~ Total Average Cylinder Compressive Cylinder Date Tested Age Load Diameter Area Strength L Percent Fracture Tested Time Of Number (Days) (Ibs) (in) (in) (psi) Spec Type By Test 079-A' 7/2312009 7 30495 4 12.57 2427 81 6 JDH 8:00 AM 079-B 8/13/2009 28 0 0 0,00 079-C 8/13/2009 28 0 0 0,00 079-0 H 0 0 0,00 Unit Wt. N/A ASTM C13B Ambient Temp. 90 of Remarks Smooth move on-site ninced hv hose mech vih, snmoled ((j) chute _.x'~- .~ 'T"" ] .K ~f' T ~t G:;;~' "\ ^ - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 525 NW Second Street * Corvallis, OR 97330 * (541) 758-1302 * (800) 383-8855' * Fax (541)753-2264 CDn'\()DO~ ~ D lO~ 1ft- Compressive Strength of Concrete I ' C-39 Project Management * Consulting Engineers * Certified Plan Review and Inspection Services * Code Consulting Project Name ~Hilton_Gacd,"n Inn Project # 126.6.o0.Q1 Building Hotf'1 Client HiltolL<~aLd.<!n Inn Contractor A&A Concrete Supplier E.5.G, Batch Time 1:09 PM Sample Time 1:30 PM Ticket # 58010203 ASTM C172 Truck # 8sn Mix Design _3_9_6_829 Cast By limlilw ASTM 01 Neoprene Pads ASSHTO T-22.1liA.. Date Cast 7/16/2009 Picku p Date 7/17/2009 Load Number 1 Load Size 102.5--YJ;t~_ Water Added 5 aal Spec Slump 7 +1-1 Spec Air 2 +I.:_L5: Admixtures "I Er-J.3.!)3_0 I Slump 6,5 in, Unit Wt. N/A Entrained Air N/A ASTM C143 ASTMC138 ASTM C2] 1 Concrete Temp. 77 OF Ambient Temp. 90 OF Specified Strength 5000 psi ASTM C 1064 Initial Cure Min/Max Temp. Structure Placed Column N/9 First Uft Below First Floor Total Average Cylinder Compressive Cylinder Date Tested Age Load Diameter Area Strength Percent Fracture Tested Time Of Number (Days) (Ibs) (in) (in) (psi) Spec Type IBy Test 80A 7/20/2009 4 44445 4 12.57 3537 71 3 bDH 7:40 AM 80B 8/13/2009 28 0 0 0,00 80C 8/1312009 28 0 0 0,00 80D H 0 0 0,00 , Remarks _~.t:::.::'-;J;t'I~ -'-' fI ill ] h x'1( A 111 '\ / . ~ , - Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 525 NW Second Street * Corvallis, OR 97330 * (541) 758-1302 * (800) 383-8855 * Fax (541) 753-2264 CJXYl/:).D06- DI 053. ~ OOL81r Compressive'Strength of Concrete I C-39 . Project Management * Consulting Engineers * Certified Plan Review and Inspection Services * Code Consulting Project Name ~ilton c.;"rnPJ1Joo_ Project # 1/1i1i-OOl Building Hotel Client Hiltnn (.;;:)rden Inn Contractor A&A Concrete ~upplier E.5.G, Batch Time 9:5.l.8f't Sample Time 10'?0 AM Ticket'# 58009910 ASTM CI72 Truck # 875 Mix Design _3,139,6.& Cast By Jim j"w ASTM 01 Neoprene Pads ASSHTO T-22.lW\... Date Cast 7/10/2009 Pickup Date 7/1112009 Load Number 1 Load Size 11 vn' Water Added N/A Spec Slump 4 +1-1 Spec Air 1,5--":'..::.t5 Admixtures pon 'S,Q Slump 5 in. UnitWt. N/A Entrained Air N/A ASTM (143 ASTMC138 ASTM (2]1 " Concrete Temp. 75 OF Ambient T~mp. 70 OF Specified Strength 3000 psi ASTM C1064 Initial Cure Min/Max Temp. Structure Placed Footing gl O'S.75 Total Average Cylinder Date T €Sted Age load Diameter Number (Days) (Ibs) (in) 69A 7/17/2009 7 26390 4 69B 8/7/2009 28 0 0 69C 8/7/2009 28 0 0 69D H 0 0 Cylinder Area (in) 12.57 0,00 0,00 0,00 Compressive Strength (psi) 2100 Percent Fracture Tested Spec Type By 70 6 JDH Time Of Test 11:43 AM Remarks Set A ' Set 1 of 3 - Mech Vib nl~rprl hy hose, smooth mO\lp on ,itp ,,,mnlprl lCil'rhlltp ".....1........""'( ~ ill ~', - r,r.- , - ;'''if'''\ ~X ~'; .It '\ )A - , ...iL "-- .' -. - Type 1 Type 2 Type 3 Type 4 TypeS Type 6 " S2S NW Second Street * Corvallis, OR 97330 * (541) 758-1302 * (800) 383_8855 * Fax (541) 753-2264 ePM-~<g ~(10~ ~ =IClalr Compressive Strength of Concrete I C-39 , Project Management * Consulting Engineers * Certified Plan Review and Inspection Services * Code Consulting Project Name Hilt()[LGar:der:UrJrJ_ Project # 12.6_6.::D.DJ Buildin~ Hotel Client HiltolLGarden InrL Contractor AM Concrete Supplier E.5.G, Batch Time H;2B AM Sample Time 11:5.0 AM Ticket # SROOgglg ASTM CI72 Truck # B.6:C Mix Design 31306R Cast By JlaU..i!y,' ASTM 01 Neoprene Pads ASSHTO T-22.l!LA.- Date Cast 711D/2DDg Pickup Date 7/11/2.0.09 Load Number' 1.0_ Load Size 1.0 vds Water Added NLf!. Spec Slump 4 +/-1 Spec Air 1.5 +1-1.5 Admixtures P02.LB_D Slump, 4 in. Unit Wt. N/A, Entrained Air N/A ASTM (143 ASTM C138 A5TM (231 Concrete Temp. 75 OF Ambient Temp. 7.0 OF Specified Strength 3.0.0.0 psi ASTM (1064 Initial Cure Min/Max Temp. Structure, Placed Footings gl A!14 Cylinder Date Tested Age Number (Days) 70A 7/17/2009 7 70B 81712009 28 70C 8/7/2009 28 70D H Total Average Cylinder Compressive Load Diameter Area Strength Percent Fracture Tested Time Of (Ibs) (in) (in) (pSi) Spec Type By Test 31295 4 12.57 2490 83 2 JDH 11:45 AM 0 0 0,00 0 0 0,00 0 0 0,00 Remarks Set B -,Set,) of 1 - Me~h Vih. nla~ed hv hose, smooth move 00 sitp, samoled (ci) chute, ,....:I-.....~ TIT '\J ~. /> ~', A ",- \I[ I~ W }^ ^ -', - Jl. ~ ~ Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 525 NW Second Street * Corvallis, OR 97330 * (541) 758,1302 * (800) 383-8855 * Fax (541) 753-2264 tDnJ9.[()g - D\D6()- ~ IIII' . ,.., II11Cl8 I r Compressive Strength of Concrete I' C-39 Project Management * Consulting Engineers * Certified Plan Review and Inspection Services * Code Consulting Project Name _Hiiton GaLd~D_Inn_ Project # 126.6",0,OJ BuildinCl Hotel Client Hilton GarrJpn Tnn Contractor AM Concrete Supplier E.5.G. Batch Time 1:'fll'r>:1_ Sample Time ):10 PM Ticket # 58009957 ASTM CI72 Truck # 853_ Mix Design 1.13-0.6.8 Cast By Jim_Law, ASTM 01 Neoprene Pads ASSHTO T - 22.l1LA.. Date Cast 7/10/2009 Pickup Date 7/1112009 Load Number' 21 Load Size _lO~2.5-y-d.s_ Water Added N/A Spec Slump 4 +1-1 Spec Air N/A Admixtures pon -80 Slump 4 in, Unit Wt. N/A Entrained Air N/A A5TM C143 ASTM C138 A5TM C231 Concrete Temp. 75 OF Ambient Temp. 80 OF Specified Strength 3000 psi A5TM CI064 Initial Cure MinIMax Temp. Structure Placed Footings gl C/24 Cylinder Date Tested Age Number (Days) 71A 7/17/2009 7 71B 8/712009 28 71C 8/7/2009 28 710 H Total Average Cylinder Compressive Load Diameter Area Strength Percent Fracture Tested Time Of (Ibs) (in) (in) (psi) 5pec Type By Test 28145 4 1257 2240 75 3 JDH 11:47 AM 0 0 0,00 0 0 0,00 0 0 0,00 Remarks Spt r: - Sptl ofl - Mprh Vih, nlared hv hnsp ...,'.._;''i'~,..7'.:....,. ~.' .r,'.',.., \0 . ILl d. --',' ",' .~\ Type 1 Type 2 --'- ~ ;,~ '~ }, --- ;""Z Type 3 Type 4 Type 5 "T'\ l;::'-';--'l"'~ Type 6 525 NW 5econd Street * Corvallis, OR 97330 * (541) 758.1302 * (800) 383,8855 * Fax (541) 753.2264